D8521_BID_SET.pdf

GOVERNING JURISDICTION: CITY OF DEBARY, FLORIDA

BUILDING CODE EDITION: FLORIDA BUILDING CODE 2014

FLORIDA BUILDING CODE / ACCESSIBILITY

MECHANICAL CODE EDITION: FLORIDA MECHANICAL CODE 2014

ELECTRICAL CODE EDITION: NATIONAL ELECTRICAL CODE 2011 (NFPA 70)

PLUMBING CODE EDITION: FLORIDA PLUMBING CODE 2014

ADDITIONAL CODE EDITIONS: NFPA 101 - LIFE SAFETY AND NFPA 1 2012

NFPA 1 - UNIFORM FIRE CODE

500 West Fulton St.

Sanford, Fl. 32771 Ph: 407.322.6841

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298

CPH, Inc.

Plans Prepared By :

JO

H

N A

B

A E

R A

IA

D ra w n b y:

D e si g n e d b y:

A p p ro ve d b y:

C h e ck e d b y:

S ca le

Jo b N o

D a te

F ile

Sheet No.

C E

R T

IF

IC

A T

IO

N

NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION

www.cphcorp.com

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Structural Surveyors

Traffic / Transportation

Offices in:

Florida

Puerto Rico

Connecticut

Maryland

Texas

A Full Service A & E Firm

A S

N O

T E

D

/2

/1

C

U se rs \k m a so n \D o cu m e n ts

\D e b a ry

F ir e S ta ti o n -A

R C

H

IT

E C

T U

R E km a so n .r vt

/2

/2

:1

:3

A

M

G100

C

IT

Y O

F D

E B

A R

Y F

IR

E S

T A T

IO

N

-9

H

W Y

D

E B

A R

Y F

L

C O

V E R

S H

E E T

D

A u th o r

C h e c k e r

D e s ig n e r

A p p ro v e r

A u th o r

C h e c k e r

D e s ig n e r

A p p ro v e r

DEBARY FIRE STATION

17-92 HIGHWAY, DEBARY, FL 32713

REVISION NO. DATE REVISION DESCRIPTION

REVISION HISTORY

N

NORTH

JOHN A BAER, AIA DATE

CERTIFICATION

TO THE BEST OF THE ARCHITECT'S KNOWLEDGE

INFORMATION, AND BELIEF,

THIS DESIGN IS IN COMPLIANCE

WITH APPLICABLE CODES AND LAWS.

BUILDING INFORMATION:

ADDRESS:

STREET ADDRESS:

CITY:

COUNTY:

STATE:

ZIP CODE:

DESIGN LOADS:

ULTIMATE DESIGN WIND SPEED: 142 MPH

+/- 0.18

II

EXPOSURE: EXPOSURE C

INTERNAL PRESSURE COEFFICIENT: +/- 0.85

BUILDING RISK CATEGORY: IV

NOMINAL DESIGN WIND SPEED: 104 MPH

BUILDING DATA:

OCCUPANCY

MIXED USE

B/R2/F1

CONSTRUCTION TYPEBUILDING S.F.

FIRST FLOOR 7,962 GROSS S.F.

HIGHWAY 17 92

DEBARY

VOLUSIA COUNTY

FLORIDA

32713

BUILDING

IIB, SPRINKLERED

BUILDING CODES:

NOA'S: ALL NOA'S SHALL MEET REFERENCED BUILDING CODES

BUILDING HEIGHT: +/- 38'-0" (HIGHEST POINT)

ARCHITECTURE

A101 FLOOR PLAN X

A102 ENLARGED FLOOR PLAN

A103 REFLECTED CEILING PLAN

A104 ROOF PLAN X

A201 EXTERIOR ELEVATIONS

A202 EXTERIOR ELEVATIONS

A301 BUILDING SECTIONS

A302 BUILDING SECTIONS

A303 BUILDING SECTIONS X

A401 WALL SECTIONS

A402 WALL SECTIONS

A403 CANOPY DETAILS

A404 STAIR ENLARGED PLAN, SECTION, & DETAILS

A501 ARCHITECTURAL DETAILS

A502 PARTITION TYPES

A503 STUCCO DETAILS

A504 TPO ROOF DETAILS X

A601 DOOR SCHEDULE AND DETAILS X

A602 WINDOW SCHEDULE AND DETAILS

A603 WINDOW DETAILS

A604 FINISH SCHEDULE AND FINISH PLANS

A701 INTERIOR ELEVATIONS

A702 INTERIOR ELEVATIONS

A801 MILLWORK DETAILS

OWNER

ARCHITECT:

CPH INC.

JOHN A. BAER, AIA

500 WEST FULTON ST

SANFORD, FL 32771

407-322-6841

STRUCTURAL:

CPH INC.

JOSE ORTIZ, PE

500 WEST FULTON ST

SANFORD, FL 32771

407-322-6841

MECHANICAL, PLUMBING, ELECTRICAL:

CPH INC.

DENNIS MATULA, PE

500 WEST FULTON ST

SANFORD, FL 32771

407-322-6841

DESIGN TEAM

CIVIL

CPH INC.

JEREMY OWENS, PE

500 WEST FULTON ST

SANFORD, FL 32771

407-322-6841

CITY OF DEBARY

16 COLOMBA ROAD

DEBARY, FLORIDA 32713

ATTN.: DAN PARROTT,

CITY MANAGER

PHONE: (386) 668-2040

TOTAL SF: 7,962 GROSS S.F.

EXTERIOR PATIO 272 GROSS S.F.

MEZZANINE STORAGE 413 GROSS S.F.

R E

V

IS

IO

N

S

D

A T

E D

E S

C R

IP

T

IO

N

B Y

.1

.1

R

E S

P O

N S

E T

O C

O M

M E

N T

S

INDEX OF DRAWINGS

SHEET NUMBER SHEET NAME REV #1 REV #2 REV #3 REV #4

GENERAL

G100 COVER SHEET X

G200 ABBREVIATIONS, SYMBOLS AND GENERAL NOTES

G300 CODE ANALYSIS AND LIFE SAFETY

G301 LIFE SAFETY WALL RATINGS

G302 LIFE SAFETY WALL RATINGS

G400 ADA DETAILS

LOCATION MAP

PROJECT LOCATION

STRUCTURAL

S1.00 STRUCTURAL NOTES X

S1.01 FOUNDATION PLAN X

S1.02 STRUCTURAL FRAMING PLAN-LOWER ROOF

S1.03 STRUCTURAL FRAMING PLAN-UPPER ROOF

S1.04 STRUCTURAL WALL SECTIONS

S1.05 WALL SECTIONS

S1.06 WALL SECTIONS

S1.07 FOUNDATION DETAILS

S1.08 FRAMING SECTION

S1.09 STRUCTURAL ELEVATIONS

S1.10 FRAMING DETAILS

S2.0 CONNECTION DETAILS

S2.1 CONNECTION DETAILS

MECHANICAL

M001 MECHANICAL SCHEDULES X

M002 MECHANICAL DETAILS X

M101 ENLARGED QUARTERS CEILING FLOOR - MECHANICAL X

M102 ENLARGED APPARATUS BAY CEILING FLOOR - MECHANICAL

M103 DUCT RISER

FIRE PROTECTION

F100 ENLARGED QUARTERS CEILING PLAN - FIRE PROTECTION

F101 ENLARGED APPARATUS BAY CEILING PLAN LEVEL 1- FIRE PROTECTION

F102 ENLARGED APPARATUS BAY WITH MEZZANINE CEILING PLAN - FIRE PROTECTION

PLUMBING

P001 PLUMBING SCHEDULES AND DETAILS

P101 ENLARGED QUARTERS FLOOR PLAN - PLUMBING

P102 ENLARGED APPARATUS BAY FLOOR PLAN - PLUMBING

P103 PLUMBING RISER

ELECTRICAL

E001 ELECTRICAL SYSMBOLS, ABBREV, GENERAL NOTES

E101 ENLARGED QUATERS ELECTRICAL FLOOR PLAN - POWER

E201 ENLARGED QUARTERS ELECTRICAL FLOOR - LIGHTING

E202 ELECTRICAL MEZZANINE PLAN - POWER / LIGHTING

E203 ELECTRICAL ROOF PLAN - POWER

E301 LIGHTNING PROTECTION PLAN

E302 LIGHTNING PROTECTION DETAILS

E401 ELECTRICAL RISER DIAGRAM

E501 ELECTRICAL DETAILS

ES01 SITE PLAN - ELECTRICAL

/1

/2

NO. 1 12.10.2015 RESPONSE TO COMMENTS

ARCH - CLARIFIED DOOR RATING, SCUPPER SIZE, STRUCTURAL DESIGN DATA

STRUCTURAL - CLARIFIED DESIGN DATA AND FOOTING SIZE

MEP - UPDATE RATED RETURNS, CODE COMPLIANCE NOTES

ELEVATION

500 West Fulton St.

Sanford, Fl. 32771 Ph: 407.322.6841

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298

CPH, Inc.

Plans Prepared By :

JO

H

N A

B

A E

R A

IA

D ra w n b y:

D e s ig n e d b y:

A p p ro ve d b y:

C h e ck e d b y:

S ca le

Jo b N o

D a te

F ile

Sheet No.

C E

R T

IF

IC

A T

IO

N

NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION

www.cphcorp.com

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Structural Surveyors

Traffic / Transportation

Offices in:

Florida

Puerto Rico

Connecticut

Maryland

Texas

A Full Service A & E Firm

A S

N O

T E

D

/2

/1

C

U se rs \k m a so n \D o cu m e n ts

\D e b a ry

F ir e S ta ti o n -A

R C

H

IT

E C

T U

R E km a so n .r vt

/2

/2

:1

:3

A

M

G200

C

IT

Y O

F D

E B

A R

Y F

IR

E S

T A T

IO

N

-9

H

W Y

D

E B

A R

Y F

L

A B B

R E

V

IA

T

IO

N S

S Y M

B O

L S A

N D

G E N

E R

A L N

O T E S

D

K M

M

J A

B

G E

C

J A

B

K M

M

J A

B

G E

C

J A

B

10'-0"

1. DRAWINGS ARE IN INCHES UNLESS OTHERWISE NOTED.

2. DIMENSIONS ARE GIVEN TO FACE OF CONCRETE WITHOUT FINISH,

FACE OF CMU WITHOUT FINISH AND FACE OF METAL STUD, UNO.

3. PERFORM WORK IN ACCORDANCE WITH ALL APPLICABLE LOCAL CODES AND

REGULATORY REQUIREMENTS.

4. KEEP THE PREMISES NEAT AND CLEAN AT ALL TIMES.

5. PROTECT ALL AREAS ADJACENT TO THE WORK AREA, OR THROUGH WHICH

MATERIALS MUST PASS, TO PREVENT DAMAGE RESULTING FROM CONSTRUCTION

OR MATERIALS' HANDLING. RESTORE TO EXISTING CONSTRUCTION ORIGINAL

CONSTRUCTION IF/WHEN DISTURBED.

6. FOLLOW THE MANUFACTURE'S STRICTEST WRITTEN RECOMMENDATIONS FOR

HANDLING, INSTALLATION, AND/OR APPLICATION OF ALL MATERIALS AND/OR

PRODUCTS CONSISTENT WITH THE SKILL AND CARE NECESSARY FOR THE

ORDERLY PROGRESS OF WORK.

7. DO NOT SCALE DRAWINGS. WRITTEN DIMENSIONS GOVERN. LARGE SCALE

DRAWINGS GOVERN OVER SMALL SCALE DRAWINGS.

8. ALL FLOOR ELEVATIONS ARE GIVEN TO TOP OF CONC. SLAB (TOC), TOP OF WALL

(TOW), OR TOP OF FLOOR FINISH (FEE), AS INDICATED.

9. PERFORM ALL WORK IN A WORKMANLIKE MANNER.

10. ALL GYPSUM BOARD WORK REQUIRES CORNER BEADS AND NEEDS TO BE

APPROVED BY THE ARCHITECT AND INSPECTOR PRIOR TO COMPLETION.

11. ALL DISTANCES, DATA AND EXISTING STRUCTURES AND UTILITIES ABOVE OR

BELOW THE GROUND, WITHIN THE LIMITS OF THIS PROJECT SHALL BE CHECKED BY

THE CONTRACTOR. IN CASE OF CONFLICT, THE ARCHITECT SHALL BE NOTIFIED

IMMEDIATELY IN ORDER THAT CLARIFICATION MAY BE MADE.

12. DETAILS ARE INTENDED TO SHOW METHOD AND MANNER OF ACCOMPLISHING

WORK. MINOR MODIFICATIONS MAY BE REQUIRED TO SUIT JOB CONDITIONS AND

SHALL BE INCLUDED AS PART OF THE CONTRACTORS WORK.

GENERAL CONTRACTOR RESPONSIBILITYGENERAL NOTES

KEY NOTE

REVISION TAG

DOOR TAG

WINDOW TAG

PARTITION TYPE

COLUMN DESIGNATION

ROOM NAME & NUMBER

EQUIPMENT REFERENCE

A

ROOM

STANDARD SYMBOLS

A

A000A

PROPOSED ELEVATION

DIMENSION LINES

ELEVATION REFERENCE

SECTION REFERENCE

DETAIL INDICATOR

BREAK LINE

CENTER LINE

A5.2

NAME

A5.2

CL.

A5.2

ABBREVIATIONS

ABV ABOVE FINISHED FLOOR

AFG ABOVE FINISHED GRADE

AP ACCESS PANEL

ACOUS ACOUSTICAL

ACT ABOVE

AFF ACOUSTICAL CEILING TILE

ADD ADDENDUM

ADH ADHESIVE

ADJ ADJACENT

ADJT ADJUSTABLE

AGG AGGREGATE

A/C AIR CONDITIONING

AHU AIR HANDLING UNIT

ALT ALTERNATE

ALUM ALUMINUM

ANCH ANCHOR, ANCHORAGE

AB ANCHOR BOLT

ANOD ANODIZED

APPROX APPROXIMATE

ARCH ARCHITECTURAL

AD AREA DRAIN

AUTO AUTOMATIC

AVG AVERAGE

BSMNT BASEMENT

BM BEAM

BRG BEARING

BEL BELOW

BET BETWEEN

BIT BITUMINOUS

BLK BLOCK

BD BOARD

BOT BOTTOM

BW BOTTOM OF WALL

BKT BRACKET

BRK BRICK

BRZ BRONZE

BLDG BUILDING

BUR BUILT-UP ROOFING

CAB CABINET

CUH CABINET UNIT HEATER

CPT CARPET (ED)

CI CAST IRON

CB CATCH BASIN

CLG CEILING

CEM CEMENT

CTR CENTER

CT CERAMIC TILE

CHBD CHALK BOARD

CO CLEAN OUT

CLR CLEAR

CLO CLOSET

COL COLUMN

COMP COMPRESS(ED), (ION), (IBLE)

CONC CONCRETE

CMU CONCRETE MASONRY UNIT CONST

CONT. CONTINUOUS

CONTR CONTRACTOR)

CJT CONTROL JOINT

CG CORNER GUARD

CORR CORRIDOR

CTSK COUNTERSINK

CRS COURSE

CYD CUBIC YARD

DEPT DEPARTMENT

DTL DETAIL

DIAG DIAGONAL

DIAM DIAMETER

DIM DIMENSION

DW DISH WASHER

DPR DISPENSER

DISP DISPOSAL

DR DOOR

DO DOOR OPENING

DBL DOUBLE

DA DOUBLE ACTING

DN DOWN

DWR DRAWER

DWG DRAWING

DF DRINKING FOUNTAIN

EA EACH

E EAST

ELEC ELECTRIC(AL)

EWC ELECTRIC WATER COOLER

EL ELEVATION

ELEV ELEVATOR

EMER EMERGENCY

ENC ENCLOSE (URE)

ENG ENGINEER(ING)

ENAM ENAMEL

EPT EPOXY PAINT(ED)

EQ EQUAL

EQUIP EQUIPMENT

EXH EXHAUST

EX EXISTING

EXP'D EXPOSED

EXP EXPANSION, EXPOSED

EJT EXPANSION JOINT

EXT EXTERIOR

EIFS EXTERIOR INSULATION & FINISH

EXTD EXTRUDED

FAB FABRIC

FWC FABRIC WALL COVERING

FOC FACE OF CONCRETE

FOF FACE OF FINISH

FOM FACE OF MASONRY

FIN FINISH(ED)

FF FINISHED FLOOR

FA FIRE ALARM

FE FIRE EXTINGUISHER

FEC FIRE EXTINGUISHER CABINET

FHC FIRE HOSE CABINET

FPRF FIREPROOF

FR FIRE RATING

FT FIRE TREATED

FIXT FIXTURE

FLG FLASHING

FLR FLOOR(ING)

FD FLOOR DRAIN

FLOUR FLUORESCENT

FTG FOOTING

FDN FOUNDATION

FRM FRAME

FS FULL SIZE

FURR FURRED (ING)

GA GAGE, GAUGE

GALV GALVANIZED

GC GENERAL CONTRACTOR

GL GLASS, GLAZING

GFRC GLASS FIBER REINFORCED CONCRETE

GMU GLASS MASONRY UNIT

GT GLASS TILE

GB GRAB BAR

GRD GRADE (ING)

GRT GROUT

GYP GYPSUM

GWB GYPSUM WALL BOARD

HP HANDICAPPED

HR HANDRAIL

HBD HARD BOARD

HDW HARDWARE

HDWD HARDWOOD

HD HEAD

HTG HEATING

HVAC HEATING/VENTILATING/ AIR CONDITIONING

HT HEIGHT

HPT HIGH POINT

HC HOLLOW CORE

HM HOLLOW METAL

HB HOSE BIBB

HORIZ. HORIZONTAL

IN INCH

INCL INCLUDE(D), (ING)

IC INSIDE CLEAR

ID INSIDE DIAMETER

INSUL INSULATE(D), (ION)

INT INTERIOR

INV INVERT

JAN JANITOR

JT JOINT S

J JOIST

KIT KITCHEN

LAM LAMINATE

LAV LAVATORY

LCC LEAD COATED COPPER

LH LEFT HAND

LT LIGHT

LS LIGHT SWITCH

LWT LIGHT WEIGHT

LTL LINTEL

LVR LOUVER

MACH MACHINE

MB MACHINE BOLT

MH MAN HOLE

MFR MANUFACTURE (ER)

MAS MASONRY

MO MASONRY OPENING

MTRL MATERIAL(S)

MAX MAXIMUM

MECH MECHANICAL

MC MEDICINE CABINET

MED MEDIUM

MTL METAL

MIN MINIMUM

MISC MISCELLANEOUS

MIR MIRROR

MOD MODULAR

MR MOISTURE RESISTANT T

MLDG MOLDING, MOLDING

MTD MOUNTED

MULL MULLION

NAT NATURAL

NOM NOMINAL

NC NONCORROSIVE

N NORTH

NA NOT APPLICABLE

NIC NOT IN CONTRACT

NTS NOT TO SCALE

NO NUMBER

OC ON CENTER

OPNG OPENING

OPP OPPOSITE

OPH OPPOSITE HAND

OZ OUNCE

OD OUTSIDE DIAMETER

OA OVERALL

OH OVER HEAD

PTD PAINT(ED)

PR PAIR

PNL PANEL

PBD PARTICLE BOARD

PTN PARTITION

PVMNT PAVEMENT

PVRS PAVERS

PERF PERFORATE(D)

PLAS PLASTER

P-LAM PLASTIC LAMINATE

PL PLATE

PWD PLYWOOD

PNT POINT

PT PORCELAIN TILE

PSF POUNDS PER SQUARE FOOT

PSI POUNDS PER SQUARE INCH

PFB PREFABRICATE(D)

PM PRESSED METAL

PROP PROPOSED

QTY QUANTITY

QT QUARRY TILE

RAD RADIUS

RWL RAIN WATER LEADER

REC RECESSED

REF REFERENCE

RFL REFLECT(ED), (IVE), (ING)

REFR REFRIGERATOR

REINF REINFORCE

REM REMOVE

REQ'D REQUIRED

RES RESILIENT

RT RESILIENT TILE

RET RETURN

RA RETURN AIR

REV REVISION

RH RIGHT HAND

R RISER

RFG ROOFING

RD ROOF DRAIN

RM ROOM

RO ROUGH OPENING

RB RUBBER

SND SANITARY NAPKIN DISPENSER

SCHED SCHEDULE

SLNT SEALANT

SECT SECTION

SHTH SHEATHING

SHT SHEET

SM SHEET METAL

SV SHEET VINYL

SH SHELF, SHELVING

SHR SHOWER

SIM SIMILAR

SKLT SKYLIGHT

SOG SLAB ON GRADE

SD SOAP DISPENSER

STC SOUND TRANSMISSION CLASS

S SOUTH

SC SOLID CORE

SPEC SPECIFICATION

SA SPRAY ACOUSTIC

SQ SQUARE

S/S STAINLESS STEEL

ST STAIR

STD STANDARD

STA STATION

STL STEEL

STO STORAGE

STRUC STRUCTURAL

SUSP SUSPENDED

SYS SYSTEM

TKBD TACKBOARD

TEL TELEPHONE

TEMP TEMPERED

TC TERRA COTTA

TZ TERAZZO

TEX TEXTURED

THK THICK(NESS)

TPD TOILET PAPER DISPENSER

T&G TONGUE AND GROOVE

T&B TOP AND BOTTOM

TC TOP OF CONCRETE

TF TOP OF FOOTING

TJ TOP OF JOIST

TSL TOP OF SLAB

TST TOP OF STEEL

TW TOP OF WALL

TW TOWEL BAR

TR TREAD

TRANS TRANSPARENT

TYP TYPICAL

UC UNDERCUT

UL UNDERWRITER

UNO UNLESS NOTED OTHERWISE

UR URINAL

VERT VERTICAL

VG VERTICAL GRAIN

VIF VERIFY IN FIELD

VEST VESTIBULE

VP VENEER PLASTER

VIN VINYL

VCT VINYL COMPOSITION TILE

VWC VINYL WALL COVERING

WC WATER CLOSET

WH WATER HEATER

WR WATER RESISTANT

WP WATERPROOFING

WT WEIGHT

WWF WELDED WIRE FABRIC

WWM WELDED WIRE MESH

W WEST, WIDTH, WIDE

WIN WINDOW

WG WIRE GLASS

WM WIRE MESH

W/ WITH

W/O WITH OUT

WD WOOD

WPT WORK POINT

WI WROUGHT IRON

SYSTEM

1. GENERAL CONTRACTOR SHALL FIELD SURVEY LOCATION AND VERIFY ALL EXISTING CONDITIONS

AND DIMENSIONS PRIOR TO CONSTRUCTION. ANY DISCREPANCIES SHALL BE REPORTED TO THE

ARCHITECT.

2. NOTIFY THE ARCHITECT IN WRITING OF ANY UNEXPECTED CONDITIONS THAT ARE UNCOVERED

AFTER BEGINNING WORK.

3. GENERAL CONTRACTOR SHALL COMPLETE ALL WORK AS INDICATED ON THESE PLANS UNLESS

OTHERWISE INDICATED.

4. THE CONTRACT DOCUMENTS ARE COMPLEMENTARY AND WHAT IS REQUIRED BY ONE SHALL BE

AS BINDING AS IF REQUIRED BY ALL. THE CONTRACTOR SHALL COORDINATE ALL PORTIONS OF

THE WORK AS DESCRIBED IN THE CONTRACT DOCUMENTS . NOTIFY THE ARCHITECT FOR

RESOLUTION OF ALL DISCREPANCIES PRIOR TO CONSTRUCTION.

5. GENERAL CONTRACTOR SHALL OBTAIN CONSTRUCTION PERMIT, APPROVALS, INSPECTIONS,

CERTIFICATE FOR COMPLIANCE, AND ASSIST WITH THE CERTIFICATE OF OCCUPANCY AS REQUIRED

UNLESS OTHERWISE NOTED.

6. THE CONTRACTOR SHALL OBTAIN ALL NECESSARY PERMITS OTHER THAN GENERAL BUILDING

PERMITS REQUIRED FOR SUCH WORK SHOWN ON THE DRAWINGS. SUCH PERMITS SHALL BE

OBTAINED BEFORE STARTING THE WORK. SEPARATE PERMITS ARE REQUIRED FOR THE

INSTALLATION OF ALL EXTERIOR SIGNAGE. THE CONTRACTOR SHALL ACQUIRE THESE PERMITS

AND PAY ALL REQUIRED FEES PRIOR TO THE SIGNAGE INSTALLATION.

7. GENERAL CONTRACTOR SHALL PROVIDE ALL TEMPORARY FACILITIES DURING CONSTRUCTION

FOR THE COMPLETE BUILDING OPERATION. THIS SHALL BE TEMPORARY ACCESS, EXIT,

CORRIDORS, LIGHTING, FIRE PROTECTION, MAIN CORRIDOR PROTECTION, A/C & ALL

INFRASTRUCTURE REQUIRED DURING THE FINAL STORE OPERATION.

8. GENERAL CONTRACTOR SHALL REMOVE ALL TEMPORARY ITEMS AT THE COMPLETION OF WORK

AS REQUIRED.

9. GENERAL CONTRACTOR SHALL MAINTAIN ON SITE AT ALL TIMES, ALL APPROVED DRAWINGS

INCLUDING ALL REVISIONS AND ADDENDA.

10. GENERAL CONTRACTOR SHALL BE RESPONSIBLE FOR ALL SAFETY PRECAUTIONS AND

REQUIREMENTS DURING CONSTRUCTION.

11. AFTER COMPLETION, GENERAL CONTRACTOR SHALL CLEAN WHERE EVER SUCH CLEANING IS

REQUIRED, INCLUDING AREAS OF THE BUILDING MADE DIRTY BY CONSTRUCTION WORK. REMOVE

FROM THE PREMISES TRASH, TOOLS, EQUIPMENT AND EXCESS CONSTRUCTION MATERIALS.

12. THE CONTRACTOR SHALL COORDINATE THE INSTALLATION OF THE VARIOUS TRADES TO

COMPLETE THE WORK OUTLINED IN THESE DOCUMENTS , INCLUDING ITEMS WITHIN THE SPACE

ABOVE THE CEILINGS (STRUCTURAL MEMBERS, CONDUITS, MECHANICAL DUCTS, INSULATION,

RECESSED LIGHT FIXTURES, AND CEILING CONSTRUCTION DIMENSIONS, ETC.) THE CONTRACTOR

SHALL BE RESPONSIBLE TO MAINTAIN THE FINISHED CEILING HEIGHT ABOVE THE FLOOR AS

INDICATED IN THESE DRAWINGS FOR THE VARIOUS ROOMS AND AREAS.

13. GENERAL CONTRACTOR SHALL PERFORM ALL WORK IN CONFORMITY WITH THOSE LAWS

HAVING JURISDICTION WHETHER OR NOT SUCH WORK IS SPECIFICALLY SHOWN ON THESE

DRAWINGS.

14. CONTRACTOR WILL VERIFY WITH THE A.A.A., A.E.E. AND THE PUBLIC WORK DEPARTMENT THE

LOCATION OF ALL INFRASTRUCTURE, EVEN IF THEY ARE NOT SHOWN ON DRAWINGS.

15. GENERAL CONTRACTOR SHALL PROVIDE TEMPORARY PARTITION WALLS IF THEY ARE

REQUIRED DURING THE CONSTRUCTION PROCESS.

16. GENERAL CONTRACTOR SHALL INCLUDE FURNISHING ALL MATERIALS EQUIPMENT, TOOLS,

LABOR AND SERVICES NECESSARY FOR COMPLETION OF THE PROJECT.

17. GENERAL CONTRACTOR SHALL PERFORM ALL WORK ALL WORK IN CONFORMITY WITH THOSE

LAWS HAVING JURISDICTION WHETHER OR NOT SUCH WORK IS SPECIFICALLY SHOWN ON THESE

DRAWINGS.

18. SHOP DRAWINGS:

A. SUBMIT A SCHEDULE OF SHOP DRAWINGS PRIOR TO COMMENCING WORK.

B. SUBMIT SHOP DRAWINGS FOR ARCHITECTS REVISION WHERE REQUIRED BY PLANS AND

SPECIFICATIONS, WITH AMPLE TIME TO REVIEW AND APPROVE.

C. ALL SHOP DRAWINGS, INCLUDING EQUIPMENT AND MATERIALS, SHALL BE REVIEWED BY

GC PRIOR TO SUBMITTAL TO ARCHITECT.

19. GENERAL CONTRACTOR TO SUBMIT TIMEFRAME & CONSTRUCTION PHASES SCHEDULE.

20. GENERAL CONTRACTOR TO PROVIDE OWNER WITH ONE COMPLETE SET OF ACCURATE,

FULL-SIZED AS-BUILT RECORD DRAWINGS FOR PERMANENT RECORD.

21. FULLY WARRANTY ALL MATERIALS, EQUIPMENT AND WORKMANSHIP FOR 1 YEAR FROM DATE

OF ACCEPTANCE. REPAIR OR REPLACE WITHOUT CHARGE TO THE OWNER ALL ITEMS FOUND

DEFECTIVE DURING WARRANTY PERIOD. EXTEND ALL MANUFACTURER'S WARRANTIES TO THE

OWNER.

R E

V

IS

IO

N

S

D

A T

E D

E S

C R

IP

T

IO

N

B Y

W /D

WH

DW

REF. REF. REF.

DW

TV

T V

J

WH

FIRE

EXTINGUISHER

BRACKET

MOUNTED

FIRE

EXTINGUISHER

CABINET

WHWH

MEETING

RESTROOM

BUNK #1

BUNK #3

BUNK #5

BUNK #2

SHOWER #1

SHOWER #2

SHOWER #3

BUNK #6

BUNK #4

OFFICE #1

OFFICE #2

LOBBY

WEIGHT ROOM

OUTDOOR PATIO

SLOPE 1%

SLOPE 1%

SLOPE 1%

SLOPE 1%

SLOPE 1%

SLOPE 1%

IT

HALLWAY

HALLWAY

KITCHEN

ELECTRICAL

LIVING ROOM

DECONTAMINATION

WORK ROOM

BUNKER ROOM

APPARATUS BAY

LAUNDRY

A

B

C

1.8

A

B

C

A

B

C

A

B

C

1.8

A

B

C

PATH 2

PATH 3PATH 4

PATH 1A

B

C

6.2

PATH 6

FE

FE

F .E

.C .F.E.C.

F.E.C.

BUILDING CODES:

GOVERNING JURISDICTION: DEBARY, FLORIDA

BUILDING CODE EDITION: FLORIDA BUILDING CODE 2014

FLORIDA BUILDING CODE / ACCESSIBILITY

MECHANICAL CODE EDITION: FLORIDA MECHANICAL CODE 2014

ELECTRICAL CODE EDITION: NATIONAL ELECTRICAL CODE 2011 (NFPA 70)

PLUMBING CODE EDITION: FLORIDA PLUMBING CODE 2014

ADDITIONAL CODE EDITIONS: FLORIDA FIRE PREVENTION CODE

5TH ADDITION

NFPA 101 - LIFE SAFETY AND NFPA 1 2012

NFPA 1 - UNIFORM FIRE CODE

BUILDING DATA:

OCCUPANCY CLASSIFICATION: MIXED USE BUSINESS/RESIDENTIAL

CONSTRUCTION TYPE: IIB, SPRINKLERED

NUMBER OF STORIES: 1

BUILDING HEIGHT: 27'-8" (RIDGE HEIGHT)

NEW BUILDING AREA: 7,962 GROSS S.F.

GROUP B (OFFICE) -858 SQ.FT.

GROUP R2 DORMITORY/LIVING - 2,511 SQ.FT.

GROUP S2 STORAGE(GARAGE)- 4,532 SQ.FT.

LIFE SAFETY INFORMATION:

TOTAL EXIT WIDTH REQUIRED

TOTAL OCCUPANT LOAD x 0.2 INCHES PER PERSON = INCHES REQUIRED ACTUAL 76 PEOPLE x 0.2 INCHES PER PERSON = 15.2 INCHES REQUIRED

EXIT WIDTH PROVIDED

1 FRONT DOOR: 36 INCHES CLEAR WIDTH

4 SIDE DOORS: 36 INCHES CLEAR WIDTH EACH

TOTAL PROVIDED 180 INCHES CLEAR WIDTH PROVIDED

OCCUPANCY CALCULATIONS

SPACE / USE OCCUPANCY AREA OCCUPANT PER S.F. OCCUPANT LOAD

OFFICE BUSINESS 858 1/100 9

MEETING ROOM ASSEMBLY 461 1/15 31

DORMITORY/LIVING RESIDENTIAL 2,511 1/200 13

GARAGE FACTORY 4,532 1/200 23

STORAGE STORAGE 413 1/500 1

TOTAL 8,775 S.F. TOTAL OCCUPANTS 77 PEOPLE

MEANS OF EGRESS (FBC 2014)

ASSEMBLY 15 SF PER OCCUPANT

BUSINESS AREAS 100 SF PER OCCUPANT

DORMITORY/LIVING 200 SF PER OCCUPANT

STORAGE 500 SF PER OCCUPANT

MAXIMUM EXIT ACCESS TRAVEL DISTANCE

A3-OCCUPANCY (SPRINKLERED) 250 FEET

B-OCCUPANCY (SPRINKLERED) 300 FEET

R2-OCCUPANCY (SPRINKLERED) 250 FEET

S2-OCCUPANCY (SPRINKLERED) 400 FEET

1. EXIT LIGHTS SHALL BE PROVIDED AT ALL DOORS ALONG THE EGRESS

PATH. REFER TO ELECTRICAL DRAWINGS

2. EMERGENCY LIGHTING SHALL BE PROVIDED AS REQUIRED BY CODE.

REFER TO ELECTRICAL DRAWINGS

3. EACH SINGLE SWINGING DOOR SHALL PROVIDE 33" MIN. CLEAR WHEN THE

DOOR OR GATE IS FULLY OPEN AND SHALL HAVE AN EGRESS CAPACITY OF

165 PEOPLE.

4. ALL DOOR HARDWARE SHALL MEET ALL APPLICABLE CODE REQUIREMENTS

FOR EGRESS AND HANDICAP ACCESSIBILITY. REFER TO DOOR AND

HARDWARE SCHEDULE.

5. ALL RESTROOMS SHALL MEET ALL APPLICABLE CODE REQUIREMENTS.

REFER TO ENLARGED RESTROOM PLANS AND DETAILS.

6. REFER TO DIMENSION FLOOR PLAN FOR EXACT DIMENSIONS.

7. ALL SIDEWALKS SHALL HAVE A 5% MAX. SLOPE IN THE DIRECTION OF

TRAVEL AND A 2% MAX. CROSS SLOPE. CONTRACTOR SHALL CONFIRM THAT

ALL SIDEWALKS MEET THESE REQUIREMENTS.

8. GC SHALL INSTALL A KNOX BOX AT THE MAIN ENTRANCE. GC SHALL

COORDINATE THE EXACT LOCATION, MOUNTING HEIGHT, AND TYPE WITH THE

LOCAL FIRE OFFICIAL.

9. FIRE EXTINGUISHER SHALL BE (10 LB-4A60BC) TYPE WITH MOUNTING

BRACKET OR SEMI RECESSED CABINET. ONE EACH TO BE MOUNTED NEXT TO

THE MAIN EXIT DOORS FROM THE BUILDING. MOUNT 48" AFF MAX. PROVIDE

BLOCKING IN WALL FOR MOUNTING SUPPORT AS NEEDED. GC TO

COORDINATE EXACT TYPE, LOCATION, AND MOUNTING HEIGHT WITH LOCAL

FIRE OFFICIAL.

LIFE SAFETY NOTES:

BUSINESS OCCUPANCY:

EXIT ENCLOSURES, EXIT PASSAGEWAYS CLASS - B, CORRIDORS - CLASS C,

ROOMS AND ENCLOSED SPACES - CLASS C

RESIDENTIAL OCCUPANCY:

EXIT ENCLOSURES, EXIT PASSAGEWAYS CLASS - A, CORRIDORS - CLASS A,

ROOMS AND ENCLOSED SPACES - CLASS C

CLASS A = FLAME-SPREAD 0-25, SMOKE DEV. 0-450

CLASS B = FLAME-SPREAD 26-75, SMOKE DEV. 0-450

CLASS C = FLAME-SPREAD 76-200, SMOKE DEV. 0-450

CLASSIFICATION OF INTERIOR FINISHES

LIFE SAFETY LEGEND

FE

FIRE EXTINGUISHER / 10LB TYPE ABC

IN RECESSED CABINET DET4/A700

EGRESS LEGEND

A

B

C

OCCUPANT LOAD AT THIS EXIT

REQUIRED EXIT WIDTH

PROVIDED EXIT WIDTH

REFER TO A700

FOR CABINET DETAIL

1 HOUR WALL

FIRE RATED ASSEMBLY

EMERGENCY LIGHT

GROUP A3(MEETING ROOM) -461 SQ.FT.

1 HOUR CEILING

STORAGE

PATH 5

A303

500 West Fulton St.

Sanford, Fl. 32771 Ph: 407.322.6841

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298

CPH, Inc.

Plans Prepared By :

JO

H

N A

B

A E

R A

IA

D ra w n b y:

D e si g n e d b y:

A p p ro ve d b y:

C h e ck e d b y:

S ca le

Jo b N o

D a te

F ile

Sheet No.

C E

R T

IF

IC

A T

IO

N

NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION

www.cphcorp.com

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Structural Surveyors

Traffic / Transportation

Offices in:

Florida

Puerto Rico

Connecticut

Maryland

Texas

A Full Service A & E Firm

A S

N O

T E

D

/2

/1

C

U se rs \k m a so n \D o cu m e n ts

\D e b a ry

F ir e S ta ti o n -A

R C

H

IT

E C

T U

R E km a so n .r vt

/2

/2

:1

:5

A

M

G300

C

IT

Y O

F D

E B

A R

Y F

IR

E S

T A T

IO

N

-9

H

W Y

D

E B

A R

Y F

L

C O

D E A

N A L Y S

IS

A N

D L

IF

E S

A F E

T Y

D

K M

M

J A

B

G E

C

J A

B

K M

M

J A

B

G E

C

J A

B

1/8" = 1'-0"1

LEVEL 1 LIFE SAFETY PLAN 4' 8' 16'0'

1/8" =1'-0"

GRAPHIC SCALE:

SCALE FEET

N

PLAN

NORTH

1/8" = 1'-0"2

MEZZANINE LIFE SAFETY PLAN

R E

V

IS

IO

N

S

D

A T

E D

E S

C R

IP

T

IO

N

B Y

EGRESS DATA

EXIT ROUTE DISTANCE

PATH 1 58' - 0"

PATH 2 83' - 0"

PATH 3 56' - 11"

PATH 4 50' - 11"

PATH 5 58' - 9"

PATH 6 36' - 3"

Sanford, Fl. 32771 Ph: 407.322.6841

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298

CPH, Inc.

Plans Prepared By :

JO

H

N A

B

A E

R A

IA

D ra w n b y:

D e si g n e d b y:

A p p ro ve d b y:

C h e ck e d b y:

S ca le

Jo b N o

D a te

F ile

Sheet No.

C E

R T

IF

IC

A T

IO

N

NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION

www.cphcorp.com

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Structural Surveyors

Traffic / Transportation

Offices in:

Florida

Puerto Rico

Connecticut

Maryland

Texas

A Full Service A & E Firm

A S

N O

T E

D

/2

/1

C

U se rs \k m a so n \D o cu m e n ts

\D e b a ry

F ir e S ta ti o n -A

R C

H

IT

E C

T U

R E km a so n .r vt

/2

/2

:1

:0

A

M

G301

C

IT

Y O

F D

E B

A R

Y F

IR

E S

T A T

IO

N

-9

H

W Y

D

E B

A R

Y F

L

L

IF

E S

A F E

T Y W

A L L R

A T

IN

G S

D

A u th o r

C h e c k e r

D e s ig n e r

A p p ro v e r

A u th o r

C h e c k e r

D e s ig n e r

A p p ro v e r

R E

V

IS

IO

N

S

D

A T

E D

E S

C R

IP

T

IO

N

Sanford, Fl. 32771 Ph: 407.322.6841

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298

CPH, Inc.

Plans Prepared By :

JO

H

N A

B

A E

R A

IA

D ra w n b y:

D e si g n e d b y:

A p p ro ve d b y:

C h e ck e d b y:

S ca le

Jo b N o

D a te

F ile

Sheet No.

C E

R T

IF

IC

A T

IO

N

NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION

www.cphcorp.com

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Structural Surveyors

Traffic / Transportation

Offices in:

Florida

Puerto Rico

Connecticut

Maryland

Texas

A Full Service A & E Firm

A S

N O

T E

D

/2

/1

C

U se rs \k m a so n \D o cu m e n ts

\D e b a ry

F ir e S ta ti o n -A

R C

H

IT

E C

T U

R E km a so n .r vt

/2

/2

:1

:1

A

M

G302

C

IT

Y O

F D

E B

A R

Y F

IR

E S

T A T

IO

N

-9

H

W Y

D

E B

A R

Y F

L

L

IF

E S

A F E

T Y W

A L L R

A T

IN

G S

D

A u th o r

C h e c k e r

D e s ig n e r

A p p ro v e r

A u th o r

C h e c k e r

D e s ig n e r

A p p ro v e r

R E

V

IS

IO

N

S

D

A T

E D

E S

C R

IP

T

IO

N

B RADLE Y

R

B RADLE Y

R

EXITBASELINE OF TEXT

SIGNAGE

BACKGROUND TO BE

CONTRASTING COLOR

TO TEXT.

GRADE 2 BRAILLE

EITHER CENTERED OR

JUSTIFIED LEFT 3/8" MIN

BELOW TACTILE

CHARACTERS. SEE 2010

ADA STANDARDS FOR

BRAILLE

SPECIFICATIONS.FINISHED FLOOR

TACTILE CHARACTERS SHALL BE SANS

SERIF

AND SELECTED FROM FONTS WHERE THE

WIDTH OF THE UPPERCASE LETTER "O" IS

55% MINIMUM AND 110% MAXIMUM OF THE

HEIGHT OF THE UPPERCASE LETTER "I." AND

WHERE THE HEIGHT OF THE UPPERCASE

LETTER "I" IS 5/8" MINIMUM AND 2" MAXIMUM.

CHARACTERS SHALL BE ALL UPPERCASE

AND

RAISED 1/32" MINIMUM FROM SIGN SURFACE.

X 24 in. min.

610 mm.

Y i n m in m m

Y in

(m in m m

24 in. minimum.

610 mm.DOOR WIDTH

X

Y

DOOR WIDTH

4" Min.

i n

(m in m m

DOOR WIDTH

54 in. (min.)

1370 mm.

in

(m in m m

4" (MIN.)

in

(m in m m

18" Minimum.

24" Preferred.DOOR WIDTH

X 4" Min.DOOR WIDTH

" 4

42" MIN.12" MAX.

54" MIN.

M A

X

M A

X

M

A X

A

F F

T O

O P

E R

A T

IN

G

M E

C H

A N

IS

M

M A

X

1'-3" MIN

M

IN

M A

X

M

IN

17" MIN.

36" MIN

12"MIN

-T O

P O

F B

A R

T

O

17"

M A

X

M A

X B

O T T O

M E

D G

E

O F R

E F L E

C T

IV

E M

IR

R

O R

S U

R F A

C E

(1

M

IN

(1

M

IN

.) 1 -1

/2

M

IN

M

IN

M A

X

T O

P A

P E

R

4"

MAX.

7"-9"

/8

M

IN

M

IN

24" MIN

9"

NOTE: Y=54 in. (1370 mm.)

If the door has a closer.

NOTE: Y=48 in. (1220 mm.)

If the door has a closer.

NOTE: Y=48 in. (1220 mm) minimum if the door has both a closer and a latch.

NOTE: X=12 in.(305 mm.)

If the door has both a closer and a latch.

LATCH-SIDE APPROACHES SWINGING- DOORS

PULL SIDE

NOTE: X=36 in. (915 mm) If Y=60 in (1525 mm) X=42 in. (1065 mm) if Y=54 in.(1370 mm)

HINGE-SIDE APPROACHES - SWINGING DOORS

FRONT APPROACHES SWINGING - DOORS

PUSH SIDE

PULL SIDE

PUSH SIDE

WATERCLOSET

FLUSH CONTROL TO

BE LOCATED ON

THE

WIDE SIDE OF

HANDICAP STALL

FIXTURE

TABLE TOP

FINISHED FLOOR 25" MAX.

TOILET PAPER DISPENSER

INSULATE HOT, COLD

AND

DRAIN PIPE W/ "TRAP

WRAP" KIT

2 X 8 SOLID WOOD

BLOCKING (TYP AT

GRAB

BARS)

1 X 4 WOOD BLOCKING

(TYP AROUND T.P.

DISP)TOILET

PAPER

DISPENSER

OPTIONAL ADA

SIGN

LOCATION

CL.

RESTROOM FIXTURE & ACCESSORY ELEVATIONS

MANEUVERING CLEARANCE AT DOORSMISC. ADA REQUIREMENTS

GENERAL NOTES

SIGNAGE LEGEND

RESTROOM SYMBOLS

A

.F .F

CL.

BASE COLOR 1

SIGN

BACKGROUND

COLOR 2

INTERNATIONAL SYMBOL

OF

ACCESSIBILITY COLOR 1

1/32" RAISED PICTOGRAPH &

1/32"

RAISED UPPER CASE SANS SERIF

TYPE LETTERING COLOR 1

ACRYLIC LETTERING SHALL BE RAISED AT LEAST 1/32", AND MAY BE

ACHIEVED THROUGH SURFACE APPLICATION, ETCHING OR INJECTION

MOLDING.

ALL LETTERS SHALL BE UPPER CASE. LETTER SIZE SHALL BE AS

INDICATED, BUT IN NO CASE LESS THAT 5/8" HIGH OR GREATER THAN 2"

HIGH. TYPE STYLE SHALL BE HELVETICA MEDIUM, AND COLOR SHALL BE

NON-GLARE WHITE.

WHERE MORE THAN ONE ROW OF LETTERING IS REQUIRED, THE LEADING

(BLAND SPACE) BETWEEN ROWS SHALL BE APPROXIMATELY 80% OF THE

HEIGHT OF THE LETTERING.

GRADE 2 BRAILLE REQUIRED, COLOR TO BE SAME AS SIGN BACKGROUND.

INTERNATIONAL PICTOGRAM SYMBOLS, WHERE REQUIRED, SHALL BE

RAISED AT LEAST 1/32" (SIMILAR TO LETTERS), AND SHALL HAVE A

MINIMUM 6" HIGH VERTICAL FIELD. THE EQUIVALENT VERBAL DESCRIPTION

(TEXT) OF THE PICTOGRAM SHALL BE PLACED DIRECTLY BELOW THE

PICTOGRAM, AND SHALL BE ACCOMPANIED BY GRADE 2 BRAILLE.

PICTOGRAMS SHALL BE REQUIRED FOR THE FOLLOWING ROOM SIGNS:

MEN (MALE ACCESSIBLE RESTROOM) WOMEN (FEMALE ACCESSIBLE

RESTROOM)

SIGN BACKGROUND SHALL BE MINIMUM 1/8" THICK ACRYLIC PLATE.

BACKGROUND COLOR SHALL BE SELECTED BY ARCHITECT FROM

MANUFACTURER'S FULL RANGE OF STANDARD AND CUSTOM COLORS,

AND SHALL PROVIDE AT LEAST 70% CONTRAST WITH WHITE

FOREGROUND LETTERS. BACKGROUND FINISH SHALL BE NON-GLARE.

SIGNS SHALL BE ADHERED TO SUPPORTING SURFACE BY ADHESIVE,

SELECTED FOR HIGH STRENGTH AND DURABILITY OF BOND BETWEEN

SIGN BACKING AND SUPPORTING SURFACE MATERIAL.

ALL PERMANENT ROOM IDENTIFICATION SIGNS SHALL COMPLY

WITH THE AMERICANS WITH DISABILITIES ACT.

1. REQUIRED ACCESSIBLE ELEMENTS SHALL BE IDENTIFIED BY THE

INTERNATIONAL SYMBOL OF ACCESSIBILITY AT THE FOLLOWING LOCATIONS

-ACCESSIBLE ENTRANCES WHERE NOT ALL ENTRANCES ARE

ACCESSIBLE.

-ACCESSIBLE ROOMS WHERE MULTIPLE SINGLE-USER TOILETS ARE

CLUSTERED AT A SINGLE LOCATION.

-ACCESSIBLE CHECK-OUT AISLES WHERE NOT ALL AISLES ARE

ACCESSIBLE. THE SIGN, WHERE PROVIDED, SHALL BE ABOVE THE

CHECK-OUT AISLE IN THE SAME LOCATION AS THE CHECK-OUT AISLE

NUMBER OR TYPE OF CHECK-OUT IDENTIFICATION.

-UNISEX TOILET AND BATHING ROOMS.

-ACCESSIBLE DRESSING, FITTING AND LOCKER ROOMS WHERE NOT ALL

SUCH ROOMS ARE ACCESSIBLE.

2. DIRECTIONAL SIGNAGE INDICATING THE ROUTE TO THE NEAREST LIKE

ACCESSIBLE ELEMENT SHALL BE PROVIDED AT THE FOLLOWING LOCATIONS.

THESE DIRECTIONAL SIGNS SHALL INCLUDE THE INTERNATIONAL SYMBOL OF

ACCESSIBILITY.

-AT EACH SEPARATE-SEX TOILET INDICATING THE LOCATION OF THE

NEAREST UNISEX TOILET.

3. TACTILE SIGNAGE SHALL BE LOCATED ON THE WALL TO THE DOOR'S LATCH

SIDE AT A HEIGHT OF 60" AFF TO THE BASELINE OF THE HIGHEST TACTILE

CHARACTER. SIGNS MAY BE PLACED ON THE NEAREST ADJACENT WALL

WHEN THERE IS NO WALL SPACE ON THE LATCH SIDE.

4. CHARACTER AND SYMBOLS OF SIGNS SHALL BE IN CONTRAST WITH THEIR

BACKGROUND AND SHALL BE EGGSHELL, MATTE, OR OTHER NON-GLARE

MATERIALS OR FINISHES.

5. ACCESSIBLE SIGNAGE SHALL USE GRADE II BRAILLE AND MUST COMPLY

WITH ANSI A117.1 SECTION 703.4.

TOILET ROOM FIXTURES AND ACCESSORIES SHALL BE CERTIFIED BY

MANUFACTURER FOR COMPLIANCE WITH AMERICANS WITH DISABILITIES ACT.

ALL FIXTURES SHALL BE MOUNTED AT HEIGHTS AND WITH CLEARANCES AS

REQUIRED BY ADA, AND AS FOLLOWS:

GRAB BARS SHALL BE PROVIDED AT EACH TOILET, MOUNTED W/ TOP FROM

33" TO 36" AFF. MOUNT GRAB BARS INTO CONCEALED, SOLID WOOD

BLOCKING AS REQUIRED TO RESIST 250 PLF FORCE APPLIED TO GRAB BAR

AT ANY POINT IN ANY DIRECTION GRAB BARS SHALL BE FROM 1-1/4" TO 1-1/2"

IN DIAMETER AND SHALL PROTECT AT LEAST 1-1/2" FROM WALL PROVIDE

CONCEALED FASTENERS WITH TRIM SCUTCHEON . TOILET PAPER DISPENSERS

SHALL BE INSTALLED BELOW GRAB BAR ON SIDE WALL AT LEAST 15" AFF AND

A MAXIMUM OF 36" AWAY FROM REAR WALL. PROVIDE CONCEALED SOLID

BLOCKING. PAPER TOWEL DISPENSERS SHALL BE MOUNTED ON WALL BESIDE

EACH LAV, WITH DISPENSER SLOT NOT MORE THAN 44" AFF. PROVIDE SOLID

WOOD BLOCKING IN WALL AROUND ROUGH OPENING. WALL HUNG LAV SHALL

BE MOUNTED WITH FRONT ROOM AT 2'-10" AFF MAX.

MIRRORS SHALL HAVE POLISHED SAFETY EDGE OR CHROME CHANNEL EDGE,

AND SHALL BE MOUNTED ABOVE EACH LAV. W/BOTTOM AT 40" AFF. MIRRORS

SHALL BE MIN. 18" WIDE X 30" HEIGHT.

LIQUID

SOAP

DISPENSER

FIRE

EXTINGUISHER

BRACKET

MOUNTED

FIRE

EXTINGUISHER

CABINET

CHANGING

TABLE

SANITARY

NAPKIN

RECEPTACLE

(OPT.)

TOWEL

DISPENSER

& WASTE

RECEPTACLE

(OPT.)

WASTE

RECEPTACLE

(OPT.)

TOWEL

DISPENSER

(OPT.)

ELECTRIC

HAND

DRYER

URINAL

SOLID BLOCKING

(CONCEALED)

SOLID BLOCKING

AROUND TOWEL

DISPENSER

ALL WALL-HUNG

LAVS & URINALS

SHALL UTILIZE

MFR'S WALL

CARRIAGES,

ANCHORED TO

SOLID FRAMING OR

BLOCKING

18" X 30" MIRROR

W/ SAFETY EDGE

OR CHROME

CHANNEL

IN ACCORDANCE WITH ADA REQUIREMENTS, ALL PERMANENT

ROOM IDENTIFICATION SIGNS SHALL BE INSTALLED ON THE WALL

ADJACENT TO THE LATCH SIDE OF THE DOOR, AND SHALL BE

MOUNTED WITH THE CENTERLINE OF THE SIGN AT 5'-0" A.F.F.

MOUNTING LOCATION FOR SIGN SHALL BE SUCH THAT A PERSON

MAY APPROACH WITHIN 3" OF THE SIGN WITHOUT ENCOUNTERING

PROTRUDING OBJECTS OR STANDING IN THE SWING OF THE

DOOR. IF THERE IS INSUFFICIENT WALL SPACE ADJACENT TO THE

LATCH SIDE OF THE DOOR, THE SIGN SHALL BE MOUNTED ON THE

NEAREST ADJACENT WALL. ADA SIGNAGE SHALL COMPLY WITH

THE DETAILS PROVIDED AT THE RIGHT.

DOOR CLOSER SWEEP PERIOD SHALL BE

ADJUSTED SO THAT FROM AN OPEN POSITION

OF 70°, THE DOOR WILL TAKE AT LEAST 3

SECONDS TO MOVE TO A POINT 3 IN. FROM

THE LATCH, MEASURED TO THE LEADING

EDGE OF THE DOOR. ADJUST FOR 5 LB. MAX

FORCE.

COAT / PURSE HOOK,

DOOR OR WALL MOUNT (TYP.)

THERMOSTAT

LEVER HARDWARE (TYP.)

TYPICAL ELECTRICAL

SWITCH,DIMMER, ETC.

TYPICAL WALL

MOUNTED DUPLEX

ELECTRICAL

TELEPHONE AND DATA

OUTLETS

DOOR HANDLES, PULLS, LATCHES, LOCKS AND OTHER OPERATING DEVICES

SHALL HAVE A SHAPE THAT IS EASY TO GRASP WITH ONE HAND AND DOES NOT

REQUIRE TIGHT PINCHING OR TWISTING OF THE WRIST TO OPERATE.

HARDWARE REQUIRED FOR ACCESSIBLE DOOR PASSAGE SHALL BE MOUNTED

AT 36" (in.) ABOVE FINISH FLOOR.

OPTIONAL TOILET

PAPER DISPENSER

MOUNTING LOCATION

1-1/2" DIA. GRAB BAR

2x8 SOLID BLOCKING

(TYP AT GRAB BARS)

PROVIDE CONCEALED

SOLID BLOCKING

BEHIND/AROUND ALL

WASHROOM

ACCESSORIES

GENERAL BLOCKING NOTE: ALL CONCEALED WALL

BLOCKING SHALL BE MIN. 22 GA. GALV. STEEL, OR FIRE

RETARDANT TREATED WOOD (EXCEPT THAT STANDARD

WOOD MAY BE USED ONLY IN RESTROOMS WITH

UNTREATED WOOD FRAME WALLS)

CL

CL

CL

18" CLEAR

FLUSH CONTROL FOR THE TOILET SHALL BE LOCATED NOT MORE THAN

28"

AFF, AND SHALL BE OPERABLE WITH MAX. 5 LB. FORCE.

T

PULL SIDE

PUSH SIDE

500 West Fulton St.

Sanford, Fl. 32771 Ph: 407.322.6841

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298

CPH, Inc.

Plans Prepared By :

D ra w n b y:

D e si g n e d b y:

A p p ro ve d b y:

C h e ck e d b y:

S ca le

Jo b N o

D a te

F ile

Sheet No.

C E

R T

IF

IC

A T

IO

N

NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION

www.cphcorp.com

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Structural Surveyors

Traffic / Transportation

Offices in:

Florida

Puerto Rico

Connecticut

Maryland

Texas

A Full Service A & E Firm

V

IC

T O

R Q

T

A N

A

IA

A S

N O

T E

D

.7

.1

CONFORMED DOCUMENTS

C

U se rs \k m a so n \D o cu m e n ts

\D e b a ry

F ir e S ta ti o n -A

R C

H

IT

E C

T U

R E km a so n .r vt

/2

/2

:1

:1

A

M

G400

C

IT

Y O

F D

E B

A R

Y F

IR

E S

T A T

IO

N

-9

H

W Y

D

E B

A R

Y F

L

A D

A D

E T A

IL

S

D

K M

M

J A

B

G E

C

J A

B

R E

V

IS

IO

N

S

D

A T

E D

E S

C R

IP

T

IO

N

WH

DW

REF. REF. REF.

DW

WHWH

MEETING

RESTROOM

BUNK #1

BUNK #3

BUNK #5

BUNK #2

SHOWER #1

SHOWER #2

SHOWER #3

BUNK #6

BUNK #4

OFFICE #1

OFFICE #2

LOBBY

WEIGHT ROOM

OUTDOOR PATIO

SLOPE 1%

SLOPE 1%

SLOPE 1%

SLOPE 1%

SLOPE 1%

SLOPE 1%

IT

HALLWAY

80' - 4"

A301

A402

121A

121B

HALLWAY

KITCHEN

ELECTRICAL

LIVING ROOM

108A

A102

123B

14' - 0" 12' - 0" 28' - 8"

20' - 8 1/2"

105 106

114 113

115118

116 111

DECONTAMINATION

WORK ROOM

BUNKER ROOM

LAUNDRY

123A

123C

123D

123H

123J

123K

123G123F 124 125 126

A2021

A201

A201 1

A202

6 7

A302

123E

108C

108B

108D

W1 W1 W1

W1

W1

W1

W1

W12

W1

W1

W8

W8

W8

W6

W5

2' - 7" TYP.

A602

1 4

G

FF

CC

B

AA

D

EE

SLOPE

SLOPE

SLOPE SLOPE

SLOPE

SLOPE

A303

60' - 8"

FD FD FD

FD

W2 W2

108H

SLOPE 1%

A201 1

A2021

59' - 7"20' - 9"

[N o S lo p e

5A

FIN

F

LR10

0' -0

8.

5' P

ER

C

IV

IL

D R

IV

EW

AY

'-6

SID

EW

ALK

'-6

SID

EW

ALK

'-6

LANDING

99'-6"

FIN

F

LR10

0' -0

D R

IV

EW

AY

'-6

FIN

F

LR10

0' -0

D R

IV

EW

AY

'-6

STORAGE

2019 10

A404

1 4 6

B

A

A303

40' - 8"

11' - 11"9"

KEY NOTES

1 WIND RATED, STEEL OVERHEAD DOOR WITH

MECHANICAL OPERATOR.

SEALED CONCRETE SLAB WITH NON METALLIC

FLOOR HARDENER.

INSULATED STEEL DOORS, TYP.

TRENCH DRAIN WITH SLOTTED GRATE AND CATCH

BASIN WITH SAND INTERCEPTOR

48"H CONCRETE FILLED PAINTED STEEL

BOLLARDS, TYP.

HIGH/LOW DRINKING FOUNTAIN

ICE MAKER BY OWNER

WASHER AND DRYER BY OWNER

ROOF ACCESS LADDER

ALUMINUM STAIR WITH INTEGRAL RAILING SYSTEM

PATIO SCREEN IN HEAVY DUTY EXTRUDED

ALUMINUM TUBE.

8" X 8" X 16" REINFORCED CMU WALL WITH BRICK

WAINSCOT, REFER TO ELEVATIONS.

EMERGENCY GENERATOR - REFER TO CIVIL PLANS

LEVEL LANDING NO GREATER THAN 1/2" BELOW

FINISHED FLOOR @ EACH EXTERIOR DOOR; REFER

TO SITE PLAN FOR GRADE POINTS AT SIDEWALK

AND DRIVEWAY

GENERAL NOTES

1. REFER TO SHEET A703 FOR ALL WALL

TYPES.

2. REFER TO STRUCTURAL FOR LOCATION OF

POURED CONCRETE COLUMNS.

3. REFER TO SHEET A604 FOR FINISH

INFORMATION AND TRANSITIONS.

500 West Fulton St.

Sanford, Fl. 32771 Ph: 407.322.6841

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298

CPH, Inc.

Plans Prepared By :

D ra w n b y:

D e si g n e d b y:

A p p ro ve d b y:

C h e ck e d b y:

S ca le

Jo b N o

D a te

F ile

Sheet No.

C E

R T

IF

IC

A T

IO

N

NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION

www.cphcorp.com

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Structural Surveyors

Traffic / Transportation

Offices in:

Florida

Puerto Rico

Connecticut

Maryland

Texas

A Full Service A & E Firm

D E

N N

IS

M

A T

U L A

P

.E

A S

N O

T E

D

/2

/1

C

U se rs \k m a so n \D o cu m e n ts

\D e b a ry

F ir e S ta ti o n -A

R C

H

IT

E C

T U

R E km a so n .r vt

/2

/2

:1

:4

A

M

A101

C

IT

Y O

F D

E B

A R

Y F

IR

E S

T A T

IO

N

-9

H

W Y

D

E B

A R

Y F

L

F L O

O R

P L A N

D

K M

M

J A

B

G E

C

J A

B

K M

M

J A

B

G E

C

J A

B

1/8" = 1'-0"1

FLOOR PLAN

ROOM SCHEDULE

Name Number

LOBBY 100

OFFICE #2 101

HALLWAY 102

OFFICE #1 103

IT 104

WEIGHT ROOM 105

OUTDOOR PATIO 106

LIVING ROOM 107

KITCHEN 108

ELECTRICAL 109

LAUNDRY 110

BUNK #5 111

SHOWER #3 112

BUNK #6 113

BUNK #4 114

SHOWER #2 115

BUNK #3 116

BUNK #1 117

SHOWER #1 118

BUNK #2 119

HALLWAY 120

MEETING 121

RESTROOM 122

APPARATUS BAY 123

DECONTAMINATION 124

WORK ROOM 125

BUNKER ROOM 126

MECHANICAL 127

STORAGE 201

1/8" = 1'-0"2

MEZZANINE STORAGE AREA

N

PLAN

NORTH 4' 8' 16'0'

1/8" =1'-0"

GRAPHIC SCALE:

SCALE FEET

R E

V

IS

IO

N

S

D

A T

E D

E S

C R

IP

T

IO

N

B Y

.1

.1

R

E S

P O

N S

E T

O C

O M

M E

N T

S

WH

REF. REF. REF.

DW

WH

A301

A401

A402

OFFICE #1

OFFICE #2

BUNK #2

BUNK #1

RESTROOM

BUNK #3

BUNK #4

OUTDOOR PATIO

WEIGHT ROOM

IT

MEETING

LOBBY

BUNK #5

BUNK #6

SHOWER #1

SHOWER #2

SHOWER #3

HALLWAY

HALLWAY

ELECTRICAL

KITCHEN

LIVING ROOM

10' - 8"

5"

5' - 0" 5"

10' - 0"

5"

4' - 0" 5"

10' - 0" 5"

4' - 6" 5"

10' - 0" 5"

2' - 0" 5"

4' - 8" 11' - 7"

6' - 3 3/8" 7 1/4" 10' - 0" 5" 10' - 0" 5" 10' - 0" 5" 9' - 3 1/2"

/2

/2

4' - 0" 5"

16' - 2"

10"

16' - 4" 10"

21' - 0"

59' - 7"

20' - 7" 39' - 0"

A702 2

A701

A701

A7025

2' - 4" 3' - 4" 8" 8' - 0" 8" 3' - 4" 2' - 5"

A401

A402

5' - 11" 2' - 8" 8" 2' - 8" 8" 2' - 8" 5' - 4"

A302

A302

A702 7

A302

SLOPE 2%

A702

A103

A201 3

A501

1 4

G

F

C

D

E

5 7

A701

A701

2 2

O.H.

1' - 3 3/4" 3' - 8" 3' - 8"

4A

4A

2A

2A

2A

2A

2A

2A

4A

4A

4A

3C

3B 3B 3B

3D 3D3D

3A

4A

5B

4A 4A

3A 3A

3A

A501

A501

SIM

A501

SIM

2A

2A

2A

/1

E Q

E Q

E Q

4A

4A

4A

4A

4A

4A

4A

4A

4A

A2013

OPH

1' - 5"

/1

2' - 7"

2' - 2" 3' - 0"

16' - 8"

W4

262626

MATCHLINE

REFER TO

A101 FOR

FULL PLAN

1B

1B 1B

1B

1B

1B

1B

1B

1B

1B1B

1B

1B

1B

1B

4B

4C

4B

KEY NOTES

1 INTERIOR HM WINDOWS, 1/4" TEMPERED GLASS

SEALED CONCRETE SLAB WITH NON METALLIC

FLOOR HARDENER. REFER TO STRUCTURAL.

INSULATED STEEL DOORS.

SOLID CORE WOOD DOORS AT INTERIOR.

RECEPTION DESK.

HIGH/LOW DRINKING FOUNTAIN.

ICE MAKER BY OWNER.

WASHER AND DRYER BY OWNER.

ROOF ACCESS LADDER.

JANITORS FLOOR SINK.

HOT WATER HEATER.

ACCORDION DOOR TO CLOSE OFF LAUNDRY

AREA.

UNDER MOUNT DOUBLE BOWL STAINLESS STEEL

SINK AND FAUCET.

STAINLESS STEEL DISHWASHER.

COUNTER MOUNTED MICROWAVE OVEN.

STAINLESS STEEL 30" GAS RANGE CONVECTION

OVEN WITH CABINET MOUNTED HOOD ABOVE.

(3) REFRIGERATORS BY OWNER.

PLASTIC LAMINATE CABINETS ABOVE AND

BELOW 34" H QUARTZ COUNTER TOP.

34"H KITCHEN ISLAND WITH CABINETS BELOW

AND BREAKFAST BAR AT 42"H.

FULL HEIGHT CABINET STORAGE.

KITCHEN ISLAND WITH CABINET, DRAWERS AND

OPEN SHELVES.

QUARTZ COUNTER AT 30" AFF.

DOWNSPOUT. REFER TO CIVIL FOR TIE IN.

ALUMINUM AWNING ABOVE.

REFER TO ELECTRICAL FOR PANEL SIZE AND

LOCATION.

PROVIDE BLOCKING IN WALL FOR FUTURE ADA

COMPLIANT SHOWER BENCH.

PROVIDE 5/8" PAINTED PLYWOOD FLOOR TO

CEILING ON 3 WALLS IN IT ROOM.

3 COATS 5/8" STUCCO, PAINTED

GENERAL NOTES

1. REFER TO SHEET A703 FOR PARTITION TYPES.

2. ALL PARTITIONS ARE TYPE 1A UNLESS NOTED

OTHERWISE.

500 West Fulton St.

Sanford, Fl. 32771 Ph: 407.322.6841

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298

CPH, Inc.

Plans Prepared By :

JO

H

N A

B

A E

R A

IA

D ra w n b y:

D e si g n e d b y:

A p p ro ve d b y:

C h e ck e d b y:

S ca le

Jo b N o

D a te

F ile

Sheet No.

C E

R T

IF

IC

A T

IO

N

NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION

www.cphcorp.com

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Structural Surveyors

Traffic / Transportation

Offices in:

Florida

Puerto Rico

Connecticut

Maryland

Texas

A Full Service A & E Firm

A S

N O

T E

D

/2

/1

C

U se rs \k m a so n \D o cu m e n ts

\D e b a ry

F ir e S ta ti o n -A

R C

H

IT

E C

T U

R E km a so n .r vt

/2

/2

:1

:0

A

M

A102

C

IT

Y O

F D

E B

A R

Y F

IR

E S

T A T

IO

N

-9

H

W Y

D

E B

A R

Y F

L

E N

L A

R G

E D

F L O

O R

P L A N

D

K M

M

J A

B

G E

C

J A

B

K M

M

J A

B

G E

C

J A

B

1/4" = 1'-0"1

ENLARGED FLOOR PLAN N

PLAN

NORTH

2' 4' 8'0'

1/4" =1'-0"

GRAPHIC SCALE:

SCALE FEET

ROOM SCHEDULE

Name Number

LOBBY 100

OFFICE #2 101

HALLWAY 102

OFFICE #1 103

IT 104

WEIGHT ROOM 105

OUTDOOR PATIO 106

LIVING ROOM 107

KITCHEN 108

ELECTRICAL 109

LAUNDRY 110

BUNK #5 111

SHOWER #3 112

BUNK #6 113

BUNK #4 114

SHOWER #2 115

BUNK #3 116

BUNK #1 117

SHOWER #1 118

BUNK #2 119

HALLWAY 120

MEETING 121

RESTROOM 122

APPARATUS BAY 123

DECONTAMINATION 124

WORK ROOM 125

BUNKER ROOM 126

MECHANICAL 127

STORAGE 201

R E

V

IS

IO

N

S

D

A T

E D

E S

C R

IP

T

IO

N

A301

A301

A302

A302

A302

MEETING

OFFICE #1

OFFICE #2

WEIGHT ROOM

OUTDOOR PATIO

LIVING ROOM

KITCHEN

RESTROOM

SHOWER #1

BUNK #2

BUNK #4

BUNK #6

SHOWER #3

SHOWER #2

BUNK #1

BUNK #3

BUNK #5

LAUNDRY

110 ELECTRICAL

HALLWAY

APPARATUS BAY

DECONTAMINATION

WORK ROOM

BUNKER ROOM

8' - 0"

10' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0" 9' - 0" 9' - 0" 9' - 0"

8' - 8"

8' - 8"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

9' - 0"

21' - 1 1/2"

21' - 11"

9' - 0"

EXPOSED

A103

13' - 6"

20' - 0"

20' - 0"

9' - 0"8' - 0"

8' - 0"

1 4 6

G

F

C

B

A

D

E

5 7

A103

EXPOSED

A303

A403

A403

9' - 4"

21' - 8"

STORAGE

4 6

B

A

32 5

A303

REFLECTED CEILING PLAN LEGEND

LOW PROFILE LIGHT STRIP

CEILING SUPPLY DIFFUSER.

SEE MECHANICAL DWGS.

CEILING RETURN DIFFUSER.

SEE MECHANICAL DWGS.

EXIT SIGN, ARROW INDICATES

EXIT DIRECTION

SEE ELECTRICAL PLANS FOR

ADDITIONAL INFORMATION

INDICATES FINISHED

GYP. BOARD CEILING OR

INTERIOR SOFFIT

EMERGENCY LIGHTS RE:

ELECTRICAL DRAWINGS

2 X 2 TEGULAR

ACOUSTICAL TILE IN

T-BAR GRID.

COMPACT FLUORESCENT

DOWNLIGHT

RECESSED 2 X 2

FLUORESCENT TROFFER

LIGHTING FIXTURE

SUSPENDED

DIRECT/INDIRECT FIXTURE

RECESSED 1 X 4

FLUORESCENT LIGHT

STRIP

LED DOWNLIGHT

RECESSED 2 X 4

FLUORESCENT TROFFER

LIGHTING FIXTURE

RECESSED CAN LIGHTING

48" CORNER MOUNT FIXTURE

RECESSED 2 X 4

FLUORESCENT TROFFER

LIGHTING FIXTURE

EXHAUST FAN

OCCUPANCY SENSOR

KEY NOTES

1 HOURRATED GYP. BOARD

CEILING, REFER TO DETAIL LIFE

SAFETY SHEETS UL I501

SUSPENDED GYP.

BOARD CEILING OVER

METAL FURRING

CHANNELS

1 LAYER 5/8" GYP. BOARD

ON 2 1/2" METAL STUD.

TIE BACK TO STRUCTURE

ABOVE.

2'-0" x 2'-0" TEGULAR

CEILING TILE AND

GRID SYSTEM

D

UNISTRUT MOUNT

PROVIDE TIE ROD FOR

CONNECTION TO

EQUIPMENT

MANUALLY OPERATED

60" X 96" ADVANTAGE

WIDE FORMAT, MATTE

WHITE PROJECTION

SCREEN BY DA-LITE

ACT CEILING

WALL FRAMING

3 1/2"

COORDINATE DISTANCE

FROM WALL WITH OWNER

SUPPLIED WALL MOUNTED

FLAT SCREEN TV

DD

500 West Fulton St.

Sanford, Fl. 32771 Ph: 407.322.6841

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298

CPH, Inc.

Plans Prepared By :

JO

H

N A

B

A E

R A

IA

D ra w n b y:

D e si g n e d b y:

A p p ro ve d b y:

C h e ck e d b y:

S ca le

Jo b N o

D a te

F ile

Sheet No.

C E

R T

IF

IC

A T

IO

N

NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION

www.cphcorp.com

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Structural Surveyors

Traffic / Transportation

Offices in:

Florida

Puerto Rico

Connecticut

Maryland

Texas

A Full Service A & E Firm

A S

N O

T E

D

/2

/1

C

U se rs \k m a so n \D o cu m e n ts

\D e b a ry

F ir e S ta ti o n -A

R C

H

IT

E C

T U

R E km a so n .r vt

/2

/2

:1

:1

A

M

A103

C

IT

Y O

F D

E B

A R

Y F

IR

E S

T A T

IO

N

-9

H

W Y

D

E B

A R

Y F

L

R E F L E C

T E D

C E

IL

IN

G

P L A N

D

K M

M

G C

/J A

B

G E

C

J A

B

K M

M

G C

/J A

B

G E

C

J A

B

1/8" = 1'-0"1

REFLECTED CEILING PLAN

N

PLAN

NORTH

1/8" = 1'-0"2

MEZZANINE REFL. CLG. PLAN

4' 8' 16'0'

1/8" =1'-0"

GRAPHIC SCALE:

SCALE FEET

ROOM SCHEDULE

Name Number

LOBBY 100

OFFICE #2 101

HALLWAY 102

OFFICE #1 103

IT 104

WEIGHT ROOM 105

OUTDOOR PATIO 106

LIVING ROOM 107

KITCHEN 108

ELECTRICAL 109

LAUNDRY 110

BUNK #5 111

SHOWER #3 112

BUNK #6 113

BUNK #4 114

SHOWER #2 115

BUNK #3 116

BUNK #1 117

SHOWER #1 118

BUNK #2 119

HALLWAY 120

MEETING 121

RESTROOM 122

APPARATUS BAY 123

DECONTAMINATION 124

WORK ROOM 125

BUNKER ROOM 126

MECHANICAL 127

STORAGE 201

3" = 1'-0"3

CEILING TRANSITION DETAIL

1 1/2" = 1'-0"4

PROJECTION SCREEN DETAIL

R E

V

IS

IO

N

S

D

A T

E D

E S

C R

IP

T

IO

N

B Y

J

A301

A301

A401

A402

A302

A302

A302

SLOPE 2% SLOPE 2%

SLO

PE SLO

PE

S

LO

P

E SLO

PE

SLO

PE

SLO

PE

SLO

PE

SLOPE 2%

SLOPE 2%

SLO

PE

SLO

PE

SLOPE

SLOPE

SLO

PE

22' - 8"

A104

A504

A504

A504

A504

SLO

PE

A602

1' - 0"

1' - 6"

G

F

C

B

A

D

E

A303

A504

SLOPE

SLOPE

A504

A504

A504

4' - 3 1/2" 4' - 1" 4' - 1" 4' - 3 1/2"

16' - 9"

A104

A104

KEY NOTES

60 MIL TPO OVER 3" RIGID INSULATION OVER METAL DECK

STANDING SEAM ALUMINUM ROOF SYSTEM ON FRT PLYWOOD

SHEATHING OVER RIGID INSULATION ON METAL DECK OVER BAR

JOISTS. REFER TO STRUCTURAL

FACTORY PAINTED EXTRUDED ALUMINUM SCREEN ENCLOSURE

WITH SUPER DUTY SCREEN MATERIAL.

CANOPY BELOW. REFER TO SECTION DETAIL 1&2/A403.

36" x 36" BILCO ROOF HATCH WITH 42" INTEGRAL GUARD RAIL

RTU REFER TO MECHANICAL DRAWINGS

VENT THROUGH ROOF, REFER TO DETAIL 8/A504. REFER TO

MECHANICAL FOR ADDITIONAL INFORMATION.

PRE-FINISHED ALUMINUM SCUPPER BOX AND DOWNSPOUT

OVERFLOW SCUPPER @ 2" ABOVE LOW POINT OF ROOF

GENERAL NOTES

1. REFER TO SHEET A504 FOR ROOFING DETAILS

ROOF SCUPPER AND OVERFLOW - PER FBC PLUBING

SECTION 1106

1. ROOF AREA OF APPARATUS BAY = 3,875 SQ. FT / (3)

SCUPPERS: 1,291 SQ. FT. PER EACH SCUPPER

WITH 4.5 INCHES OF RAINFALL ONLY A 3" SQ. OPENING

REQUIRED PER TABLE 1106.2

AN 8" SQ. OPENING SHALL BE PROVIDED BEHIND THE

CONDUCTOR HEAD

AN 8" SQ. OVERFLOW SHALL BE PROVIDED ADJACENT @ 2"

MINIMUM ABOVE LOW POINT OF ROOF

2. ROOF AREA OF BUSINESS / DORMITORY = 3,254 SQ. FT / (2)

SCUPPERS: 1,627 SQ. FT. PER EACH SCUPPER

WITH 4.5 INCHES OF RAINFALL ONLY A 3" SQ. OPENING

REQUIRED PER TABLE 1106.2

AN 8" SQ. OPENING SHALL BE PROVIDED BEHIND THE

CONDUCTOR HEAD

AN 8" SQ. OVERFLOW SHALL BE PROVIDED ADJACENT @ 2"

MINIMUM ABOVE LOW POINT OF ROOF

4' - 1" 4' - 1" 4' - 1" 4' - 1"

R

' - 0

/8

16' - 9"

LOWER PARAPET

18' - 0"

T.O. WALL

14' - 0"

4' - 3" 4' - 1" 4' - 1" 4' - 4"

16' - 9"

T.O. WALL

14' - 0"

TITE-LOC "AR" CLIP WITH FASTENERS

TITLE-LOC PANEL

SEALANT

PA-151 GABLE WITH "J"

CLOSURE

FIELD-FORM PANEL

LEG TO I.D. OF J

CLOSURE

PA-5 KEEPER

TYPE "AB"

10-12X1"

40 MIL PEEL-N-STICK

WATERPROOFING

MEMBRANE

FRT PLYWOOD

DECKING

TITE-LOC "AR" CLIP

WITH FASTENERS

TIT-LOC PANEL

TYPE "AB"

10-12X1"

40 MIL PEEL-N-STICK

WATERPROOFING

MEMBRANE

FRT PLYWOOD DECKING

"z" RETAINER STRIP SET IN SEALANT

PA=101 HIP/RIDGE FLASHING WITH "X" CLOSURES

SEALANT (AT VERTICAL LEG & UNDER "Z")

TITE-LOC "AR" CLIP WITH FASTENERS

3/4" TURN UP

TIT-LOC PANEL

40 MIL PEEL-N-STICK

WATERPROOFING

MEMBRANE

FRT PLYWOOD DECKING

SEALANT

TYPE "AB"

10-12X1"

TITE-LOC "AR" CLIP

WITH FASTENERS

TIT-LOC PANEL

TYPE "AB"

10-12X1"

40 MIL PEEL-N-STICK

WATERPROOFING

MEMBRANE

FRT PLYWOOD

DECKING

"z" RETAINER

STRIP SET IN

SEALANT

PA-115 VALLEY

FLASHING

500 West Fulton St.

Sanford, Fl. 32771 Ph: 407.322.6841

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298

CPH, Inc.

Plans Prepared By :

JO

H

N A

B

A E

R A

IA

D ra w n b y:

D e si g n e d b y:

A p p ro ve d b y:

C h e ck e d b y:

S ca le

Jo b N o

D a te

F ile

Sheet No.

C E

R T

IF

IC

A T

IO

N

NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION

www.cphcorp.com

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Structural Surveyors

Traffic / Transportation

Offices in:

Florida

Puerto Rico

Connecticut

Maryland

Texas

A Full Service A & E Firm

A S

N O

T E

D

/2

/1

C

U se rs \k m a so n \D o cu m e n ts

\D e b a ry

F ir e S ta ti o n -A

R C

H

IT

E C

T U

R E km a so n .r vt

/2

/2

:1

:1

A

M

A104

C

IT

Y O

F D

E B

A R

Y F

IR

E S

T A T

IO

N

-9

H

W Y

D

E B

A R

Y F

L

R O

O F P

L A N

D

K M

M

G C

/J A

B

G E

C

J A

B

K M

M

G C

/J A

B

G E

C

J A

B

1/8" = 1'-0"1

ROOF PLAN N

PLAN

NORTH

0' 1'6"

3" =1'-0"

GRAPHIC SCALE:

3"

SCALE FEET

1/4" = 1'-0"2

SCREEN PLAN

1/4" = 1'-0"3

SCREEN ELEVATION

1/4" = 1'-0"4

SCREEN AT ROOF ELEVATION

R E

V

IS

IO

N

S

D

A T

E D

E S

C R

IP

T

IO

N

B Y

.1

.1

R

E S

P O

N S

E T

O C

O M

M E

N T

S

3" = 1'-0"5

GABLE DETAIL

3" = 1'-0"6

ROOF EDGE DETAIL

3" = 1'-0"7

ROOF RIDGE/HIP DETAIL

3" = 1'-0"8

ROOF VALLEY DETAIL

4' 8' 16'0'

1/8" =1'-0"

GRAPHIC SCALE:

SCALE FEET

2' 4' 8'0'

1/4" =1'-0"

GRAPHIC SCALE:

SCALE FEET

66 6

FLOOR PLAN

0"

PARAPET

24' - 8"

LOWER PARAPET

18' - 0"

20' - 0"

BOTTOM OF ROOF

A401

A401

A402

A402

A302

2318 13

106W5 W5 W5

A503

A503

A403

W6

1414 W3 W1W3 W3 W1

GFCBA D E

20 19

A603

8' - 0"

B.O.CANOPY

A303

5' - 9"

FLOOR PLAN

0"

PARAPET

24' - 8"

LOWER ROOF

14' - 0"

LOWER PARAPET

18' - 0"

T.O. WINDOW

8' - 0"

A302

A302

A503

8 16

W7

W8

3' - 0"

1 4 6 832 5 7

A603

W1 W1 W1

KEY NOTES

PAINTED 5/8" STUCCO, 3 COATS

2 NOMINAL 4"D X 8"W X 2 1/2"H BRICK WAINSCOT

3 4"H CASTSTONE LEDGE WITH INTEGRAL DRIP

4 2'-0" W X FULL HEIGHT ARCHITECTURAL

CASTSTONE COLUMN FEATURE

5 NOMINAL 4"D X 8"W X 2 1/2" STACKED BRICK

ACCENT FEATURE

6 EIFS CORNICE

7 ROOF TOP MECHANICAL UNITS.

8 HEAVY DUTY EXTRUDED ALUMINUM FRAME WITH

SUPER DUTY MESH SCREEN ENCLOSURE

9 PAINTED 1 1/4" STUCCO TRIM DESIGN ELEMENT

10 PRE-FINISHED ALUMINUM STANDING SEAM ROOF

SYSTEM OVER 40 MIL PEAL-N-STICK MEMBRANE ON FRT

SHEATHING OVER RIGID INSULATION AND METAL DECK

11 PRE-FINISHED ALUMINUM ENTRY CANOPY. REFER

TO SHEET A403 FOR DETAILS.

12 STOREFRONT GLAZING SYSTEM, IR, THERMAL

GLAZING, LOW E COATING, AND TINT

13 KEYSTONE STUCCO ACCENT BAND

14 WIND RATED, STEEL OVERHEAD DOOR WITH

MECHANICAL OPERATOR

15 PAINTED INSULATED STEEL DOOR

16 36" X 36" ROOT HATCH WITH INTEGRAL RAILING

SYSTEM WITH GATE

17 48" H PAINTED STEEL CONCRETE FILLED

BOLLARD

18 96" BASE, 4'-0"R CURVED FIXED WINDOW

WITH 2 1/2" MULLION SYSTEM, IR, THERMAL

GLAZING, LOW E COATING, AND TINT

19 32" X 60" FIXED WINDOW, IR, THERMAL

GLAZING, LOW E COATING, AND TINT

20 84" X 48" FIXED WINDOW, IR, THERMAL GLAZING,

LOW E COATING, AND TINT

21 23" CURVED FIXED WINDOW WITH 2 1/2" MULLION

SYSTEM.

22 3/8" REVEAL

23 ALUMINUM CAP FLASHING

24 CONTROL JOINTS.

25 PAINTED 4" X 1" STUCCO TRIM BAND

26 PAINTED INSULATED STEEL ENTRY DOOR WITH

VISION LITE

27 32" X 60" FIXED WINDOW, IR, THERMAL

GLAZING, LOW E COATING, AND TINT

28 STATION SIGNAGE, INDIVIDUAL 16" METAL LETTERS

PRE-FINISHED ALUMINUM CONDUCTOR HEAD AND 4" SQUARE

ALUMINUM DOWNSPOUT. REFER TO CIVIL FOR UNDER GROUND TIE-IN.

(NOTE: NOT ALL NOTES

APPEAR ON EACH SHEET)

30 ALUMINUM STOREFRONT DOOR, IR, THERMAL

GLAZING, LOW E COATING, AND TINT

GENERAL NOTES

1. REFER TO STRUCTURAL DRAWINGS FOR

LOCATION OF POURED CONCRETE

31 ALUMINUM RAIN HOOD OVER LOUVER, REFER TO

MECHANICAL

FLOOR PLAN

0"

LOWER ROOF

14' - 0"

F

10' - 0"

W2

F

500 West Fulton St.

Sanford, Fl. 32771 Ph: 407.322.6841

Licenses:

Eng. C.O.A. No. 3215 Survey L.B. No. 7143

Arch. Lic. No. AA2600926 Lndscp. Lic. No. LC0000298

CPH, Inc.

Plans Prepared By :

JO

H

N A

B

A E

R A

IA

D ra w n b y:

D e si g n e d b y:

A p p ro ve d b y:

C h e ck e d b y:

S ca le

Jo b N o

D a te

F ile

Sheet No.

C E

R T

IF

IC

A T

IO

N

NOTE: THE SCALE OF THESE PLANS MAY HAVE CHANGED DUE TO REPRODUCTION

www.cphcorp.com

Architects Engineers

Environmental Landscape Architects

M / E / P Planners Structural Surveyors

Traffic / Transportation

Offices in:

Florida

Puerto Rico

Connecticut

Maryland

Texas

A Full Service A & E Firm

A S

N O

T E

D

/2

/1

C

U se rs \k m a so n \D o cu m e n ts

\D e b a ry

F ir e S ta ti o n -A

R C

H

IT

E C

T U

R E km a so n .r vt

/2

/2

:1

:2

A

M

A201

C

IT

Y O

F D

E B

A R

Y F

IR

E S

T A T

IO

N

-9

H

W Y

D

E B

A R

Y F

L

E X T E R

IO

R

E L E V A

T

IO

N S

D

K M

M

J A

B

G E

C

J A

B

K M

M

J A

B

G E

C

J A

B

3/16" = 1'-0"1

WEST ELEVATION

3/16" = 1'-0"2

SOUTH ELEVATION

3/16" = 1'-0"3

PATIO INTERIOR ELEVATION

R E

V

IS

IO

N

S

D

A T

E D

E S

C R

IP

T

IO

N

B

SIM SIM SIM

FLOOR PLAN

0"

PARAPET

24' - 8"

A301

B.O.CANOPY

T.O. WINDOW

A401

A402

A402

A302

8' - 0"

A503

8 716

1414 17

W1 W1 W1 W1 1 2

G F C B ADE

27' - 2"

RIDGE HEIGHT

A603

A303

KITCHEN HOOD

VENT. REFER TO

MECHANICAL

RESTROOM

EXHAUST. REFER

TO MECHANICAL

FLOOR PLAN

0"

PARAPET

24' - 8"

LOWER ROOF

14' - 0"

61631 22

12 9

1468 3 257

KEY NOTES

PAINTED 5/8" STUCCO, 3 COATS

2 NOMINAL 4"D X 8"W X 2 1/2"H BRICK WAINSCOT

3 4"H CASTSTONE LEDGE WITH INTEGRAL DRIP

4 2'-0" W X FULL HEIGHT ARCHITECTURAL

CASTSTONE COLUMN FEATURE

5 NOMINAL 4"D X 8"W X 2 1/2" STACKED BRICK

ACCENT FEATURE

6 EIFS CORNICE

7 ROOF TOP MECHANICAL UNITS.

8 HEAVY DUTY EXTRUDED ALUMINUM FRAME WITH

SUPER DUTY MESH SCREEN ENCLOSURE

9 PAINTED 1 1/4" STUCCO TRIM DESIGN ELEMENT

10 PRE-FINISHED ALUMINUM STANDING SEAM ROOF

SYSTEM OVER 40…